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Shallow rainwater lenses in deltaic areas with saline seepage

机译:三角洲地区浅雨水镜,盐分渗漏

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In deltaic areas with saline seepage, freshwater availability is often limited to shallow rainwater lenses lying on top of saline groundwater. Here we describe the characteristics and spatial variability of such lenses in areas with saline seepage and the mechanisms that control their occurrence and size. Our findings are based on different types of field measurements and detailed numerical groundwater models applied in the south-western delta of the Netherlands. By combining the applied techniques we could extrapolate measurements at point scale (groundwater sampling, temperature and electrical soil conductivity (TEC)-probe measurements, electrical cone penetration tests (ECPT)) to field scale (continuous vertical electrical soundings (CVES), electromagnetic survey with EM31), and even to regional scale using helicopter-borne electromagnetic measurements (HEM). The measurements show a gradual mixing zone between infiltrating fresh rainwater and upward flowing saline groundwater. The mixing zone is best characterized by the depth of the centre of the mixing zone D_(mix), where the salinity is half that of seepage water, and the bottom of the mixing zone B_(mix), with a salinity equal to that of the seepage water (Cl-conc. 10 to 16 g l~(?1)). D_(mix) is found at very shallow depth in the confining top layer, on average at 1.7mbelowground level (b.g.l.), while B_(mix) lies about 2.5mb.g.l. The model results show that the constantly alternating upward and downward flow at low velocities in the confining layer is the main mechanism of mixing between rainwater and saline seepage and determines the position and extent of the mixing zone (D_(mix) and B_(mix)). Recharge, seepage flux, and drainage depth are the controlling factors.
机译:在盐分渗漏的三角洲地区,淡水的可利用性通常仅限于盐分地下水顶部的浅雨水透镜。在这里,我们描述了在盐类渗漏区域中这种晶状体的特征和空间变异性,以及控制其发生和大小的机制。我们的发现基于不同类型的现场测量以及在荷兰西南三角洲应用的详细的地下水数值模型。通过结合应用的技术,我们可以将点规模的测量(地下水采样,温度和电导率(TEC)-探针测量,电锥渗透测试(ECPT))外推到现场规模(连续垂直电测深(CVES),电磁勘测EM31),甚至可以使用直升机的电磁测量(HEM)达到区域范围。测量结果表明,在渗透的新鲜雨水和向上流动的盐水地下水之间有一个逐渐混合的区域。混合区的最佳特征是混合区的中心深度D_(mix)的盐度为渗水的一半,而混合区的底部B_(mix)的盐度等于渗水的一半。渗水(浓度为10至16 gl〜(?1))。在密闭顶层的很浅的深度发现D_(mix),平均在地下水平(b.g.l.)1.7m,而B_(mix)位于约2.5mb.g.l。模型结果表明,围护层低速不断向上和向下交替流动是雨水与盐水渗流混合的主要机理,决定了混合区(D_(mix)和B_(mix))的位置和程度。 )。补给,渗流和排水深度是控制因素。

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